西藏雅鲁藏布江缝合带二叠纪灰岩体的动物群及其古地理意义

西藏雅鲁藏布江缝合带含有从砾石级到几十平方千米大小的二叠纪灰岩体，它们没有完整的地层层序，与围岩形成混杂或滑杂堆积，长期以来对其来源的解释存在争论。本文通过对灰岩体的动物群类型、古生物地理区系及其岩石学特征等方面进行研究和比较，认为雅鲁藏布江缝合线一带的二叠纪灰岩体总体上都呈现出冈瓦纳冷水型与华夏暖水型动物群混生特点，应形成于相同或类似的沉积环境。根据珊瑚、筵、腕足类等动物群大致分为与南方冈瓦纳大陆北缘内陆棚相动物群比较接近和与更靠近古赤道区的拉萨地块动物群较为接近两种类型，其时代从早二叠世晚期至长兴期不等。灰岩体主要由肉红色或灰色纯生物碎屑灰岩组成，不含或含有很少的陆源碎屑，均孤立地分散于中生代地层中，与围岩往往呈断层接触，断层带或灰岩夹层中经常有玄武岩或其他火山岩。因此，灰岩体可能为位于冈瓦纳大陆北缘外陆棚上小型碳酸盐台地或新特提斯洋最初裂解带上的海山型碳酸盐岩沉积，受后期印度-欧亚大陆板块碰撞作用而成为外来体夹于缝合带的其他海相沉积中。     

On the Age of the Ophiolitic Complexes in Northeastern Jiangxi:A Micropaleontological Analysis

The age assignment of cherts from ophiolitic/metamorphic complexes in northeastern Jiangxi is widely regarded as one of the crucial issues in the tectonic interpretation of South China. The ophiolitic and metamorphic complexes in northeastern Jiangxi have been traditionally regarded as part of the Proterozoic “Banxi (=Penhsi) Group” of the Jiangnan Uplift. However, recent reports of Late Paleozoic radiolarians from the rock complexes have caused some researchers to question the traditional interpretation of the tectonic and paleogeographic framework in the region; but other workers are suspicious about these findings. In order to test the validity of the putative radiolarians, we, an interdisciplinary study group including micropaleontologists, tectonic specialists and regional geologists, conducted field investigations and multiple re-samplings of the localities where the reported fossils were collected. Our comprehensive study shows that the chert of the ophiolitic complex and the associated low-grade metamorphic slate yield Mesoproterozoic and Neoproterozoic acritarchs, confirming the traditional view of their age assignment (Proterozoic); on the other hand, no recognizable radiolarian fossils have been discovered therein, thus raising questions about the recently published result of Paleozoic radiolarian findings. Probable causes for the putative radiolarian findings are thus discussed herein. Geochemical characteristics indicate that the chert sedimentation most probably occurred under a continental margin setting.     

Application examples of 3D visual interpretation technology in Dagang Oilfield

3D visualization technology is a new seismic interpretation technology that is completely different from traditional seismic data interpretation technologies. This method takes geologic bodies or any 3D region of interest as a unit and integrates the points, lines, and planes of the bodies to make a 3D visual interpretation. This technology can be integrated with the coherence technique to interpret complex faults. Spatial domain automatic horizon tracing can accurately determine structural features. Target sculpting can determine the spatial dimensions and depth extent of perspective 3D lithology bodies using inversion data. I applied this technology to the interpretation of the complex block structures in the Guanxi area of Dagang Oilfield and the prediction of subtle reservoirs in the western slope of the Qinan sag with good results. This study indicated that the visual interpretation technology can be widely and effectively applied in oil field development and to improve the exploration success ratio.     

Controlled overturning of unanchored rigid bodies

Typical small hospital and laboratory equipment and general supplies cannot be anchored to resist earthquake motions. In order to protect these non‐structural components, a common procedure is to provide barriers to restrain overturning of objects on shelves and other furniture. In many cases this option is not available, especially for hospital equipment, because of other functional requirements. This work presents an alternative approach. The method proposed here does not avoid overturning, but controls the direction of overturning by providing an inclination to the support base so that the overturning occurs in a preferential direction towards a safe area. For example, objects on shelves, could overturn towards the inside or a wall, and equipment on tables could overturn away from the edge. In both cases this would not only reduce the damage to the particular items, but reduce the amount of debris on the floor. In order to determine the proper inclination of the base, specific rigid bodies are analytically evaluated for bi‐directional excitation obtained from 314 earthquake records, in approximately 7500 cases. For each case, several inclination angles are evaluated. Finally, a parametric curve is adjusted to the data, given a relation between angle of inclination and percentage of controlled overturning cases. In all cases a 7° angle gives more than 98% confidence of controlled overturning. The design expressions were later compared with experimental results obtained on a six‐degree‐of‐freedom shake table; confirming the analytical expressions. Copyright © 2006 John Wiley & Sons, Ltd.     

Experimental and analytical studies on earthquake resisting behaviour of confined concrete block masonry structures

To improve the seismic performance of masonry structures, confined masonry that improves the seismic resistance of masonry structures by the confining effect of surrounding bond beams and tie columns is constructed. This study investigated the earthquake resisting behaviour of confined masonry structures that are being studied and constructed in China. The structural system consists of unreinforced block masonry walls with surrounding reinforced concrete bond beams and tie columns. The characteristics of the structure include: (1) damage to blocks is reduced and brittle failure is avoided by the comparatively lower strength of the joint mortar than that of the blocks, (2) the masonry walls and surrounding reinforced concrete bond beams and tie columns are securely jointed by the shear keys of the tie columns. In this study, wall specimens made of concrete blocks were tested under a cyclic lateral load and simulated by a rigid body spring model that models non‐linear behaviour by rigid bodies and boundary springs. The results of studies outline the resisting mechanism, indicating that a rigid body spring model is considered appropriate for analysing this type of structure. Copyright © 2006 John Wiley & Sons, Ltd.     

青藏高原东缘下地壳流动的地震学证据

在2000年完成的穿过川西高原和四川盆地的深地震测深剖面揭示了川西高原的地壳结构具有地壳增厚(主要是下地壳增厚)、地壳平均速度低等特点,显示地壳的缩短与增厚的碰撞变形特征。根据川西高原上设置各爆炸点的记录截面图共同呈现PmP(莫霍界面反射波)弱能量的特点,推断在川西高原的下地壳介质具有强衰减(Qp=100~300)的性质。利用我国西部地区的宽频带地震台站的面波资料反演青藏高原及其邻区的地壳上地幔S波三维速度结构,在周期T=29.2s和T=42.9s的Rayleigh波群速度分布图上,显示了青藏高原东部(包括川西高原)呈现大范围的低速异常。多方面的结果表明,地震学方法为当前流行的下地壳流动模型提供了深部证据。     

青藏高原东部构造块体的运动学及形变特征分析

通过分析青藏高原东部的活动断裂资料和GPS速度场数据,试图阐述活动地块的几何学、运动学和形变特征。初步认为:(1)第四纪特别是晚更新世以来的活动地块边界带与早期的构造单元边界密切相关,但也具有明显的新生性;(2)根据两种资料推导出的各个活动地块的运动学特征基本上是吻合的,其中鲜水河-玉树-玛尼断裂带是一条重要的分界线,其南、北部活动地块的运动方式差异明显;(3)除了活动地块的边界带强烈活动外,各个地块内部也显示出很强的变形;(4)晚更新世以来,青藏高原地壳的运动学和形变特征表现为在印度板块挤压力作用下,活动地块在向NE方向的运动过程中遇到稳定地块阻挡,调节方式是地壳增厚以及南、北部地块分别向SE-SSE和NWW-W方向的构造软弱部位水平侧向迁移。     

青藏高原北部不同地区河流和湖岸阶地的演化特征

把青藏高原北部空白区已完成的1∶25万区调成果报告中有关河流和湖岸地貌的剖面、实测数据提炼出来,将其位置点绘于同一张水系分布图上,然后根据不同位置、不同的剖面、不同的测试数据进行区域性对比研究,结果表明:①青藏高原北部昆仑山中部和东部地区,河谷、湖岸地貌都具有100kaBP、10kaBP、5～6kaBP的阶地,这3个时期东西部河谷、湖岸地貌的形成具有同步性;②昆仑山中部地区具有70kaBP的阶地,昆仑山东部地区具有50kaBP的阶地,这2个时期昆仑山东西部河流、湖岸地貌的形成不具有同步性。对该地区河流、湖岸地貌成因分析后认为,除气候作用外,河流阶地、湖岸阶地对高原北部的隆升具有一定的指示作用,表现为从西向东抬升速率逐渐减小,总体上同一地方从老到新抬升速率逐渐增加。     

电导率分块均匀的瞬变电磁25维有限元数值模拟

在吸收并修正部分前人工作的基础上，给出了电导率分块均匀的瞬变电磁25维有限单元法正演算法. 在该算法中，（1）采用在矩形网格中进一步三角细化的剖分方式，同时考虑到矩形单元中心节点的性质，求解线性方程组前用高斯消元法消除矩形网格中心节点上的待求未知量，这样一方面较准确地模拟出任意二维复杂地电断面，另一方面又大大地节省了计算量；（2） 采用计算二次场的算法，事先仅需获得电场和磁场沿地电构造走向方向两个分量的一次场，故而不但计算精度较高，而且不明显增加计算量. 最后，对几例典型模型进行正演，并与解析解对比，验证了本文方法的有效性.